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a <br />10 <br />i <br />fLi <br />In <br />it <br />0 <br />I <br />lk <br />00 <br />I <br />cu <br />i <br />in <br />0 <br />I <br />�0 <br />• <br />0 <br />I <br />z0 <br />u <br />lem <br />53'-4' <br />27'-8' 25'-8' <br />lo <br />5'-0' # 3'-10' 5'-4' 4'-8" 7'-2' '-8' 3'-8"le 5'-2' 3'-11' 4'-1' 3'-10' 5'-0' <br />H.B. <br />n a o a a n n <br />SLAB <br />r------------- -------------------------i <br />i I <br />4' I f <br />DOWN j a o a o 16' X 16' M❑NOLYTHIC I <br />a n ( <br />! FOOTER WITH (2)#5 BARS I <br />r---------------- - - - - - - - - - - - - - - - - - - - - - - - - - - CONTINUOUS I <br />i I n <br />! o �o i <br />i cu I <br />I � <br />I I <br />! I <br />2'-9" I, 2'-9x-- 24'-0' �. 9'-0' 12'-10' ; n <br />IF <br />Eim <br />a <br />4' THICK (3000 P,S.I. MIN.) <br />FIBERMESH CONCRETE SLAB OR <br />CONCRETE SLAB REINFORCED <br />WITH #10 GA. 6X6 W.W. MESH <br />ON 6 MIL VAPOR BARRIER <br />AND TREATED, 95% COMPACTED SOIL. <br />INSTALL <br />ICE -MAKER <br />i� LINE <br />ml, <br />I <br />AIR <br />, <br />< <br />�► <br />I <br />1 A l< <br />l <br />I <br />4' PVC <br />i i <br />to <br />I o <br />U7 UNDER SLAB <br />I <br />FOR A/C LINES r <br />(1J <br />lot <br />I <br />— — — — — — — — — — —T — — — — — — <br />— — — — — — <br />Ic <br />a o o a <br />M N <br />5,-1" <br />i 16 X 16 MON❑LYTnit- 4 DOWN 16' X 16' STEP FOOTER <br />FOOTER WITH (2)#5 BARS o I I <br />I I I DOWN 00 I WITH (2)#5 BARS <br />I CONTINUOUS ;4-i M I CONTINUOUS <br />L— <br />a a I n a ( + a e <br />l 16' °° <br />L------------------------------- -j - ----- f <br />a o n o a o n <br />FOUNDATI❑N PLAN 1/4# _ 1--0# <br />r <br />W/ <br />CLE <br />TO <br />SEPTIC <br />TANK <br />ao <br />I <br />in <br />o <br />I <br />00 <br />c� <br />N <br />In <br />0 <br />AC �¢ <br />a� <br />CONCRETE PAD <br />I <br />in <br />I <br />LO <br />INDICATES VERTICAL <br />REINFORCEMENT @ 6' O.C. MAX., <br />3000 PSI CONC., 1#5 BAR W/10" <br />STD, HOOK, 25' MIN. OVERLAP <br />FROM FOOTER TO BOND BEAM <br />& LOCATED AT ALL CORNERS, <br />OPENINGS, BEAMS & GIRDERS, <br />PLUMBING RISER <br />FIBERGLASS SHINGLES ON <br />30# FELT & 7/16' STRUCTURAL 1 O.S.B. <br />OR 15/32' EXPOSURE 1 CD PLYWOOD, <br />INSTALL PLYWOOD CLIPS @24' O.C. <br />FL. 11473.3 FIRESTOP <br />SIMPSON HETA16 @24' O.C. <br />TYPICAL ANCHOR <br />(OR EQUAL) <br />(2)SIMPSON HETA16 <br />AT ALL GIRDERS <br />(OR EQUAL) <br />DRIP EDGE 1/2' GYPSUM BOARD <br />2x6 FACIA KNOCK -OUT BLOCKS CEILING RATED <br />BOARD 16" WITH (1) #5 BAR CONTINUOUS <br />ALUM, FACIA 'CAST-CRETE" LINTEL FL. #158.1 <br />KAYCAN SOFFIT, FL. #16503 OR <br />OVER WINDOWS & DOORS <br />EQUIVALENT INSTALLED PER WINDOW <br />MANUFACTURERS INSTRUCTIONS. <br />INDICATES VERTICAL <br />REINFORCEMENT @ 6' O.C. MAX., <br />3000 PSI CONC., 1#5 BAR W/10' SILL <br />STD, HOOK, 25' MIN, OVERLAP C <br />FROM FOOTER TO BOND BEAM <br />& LOCATED AT ALL CORNERS, <br />OPENINGS, BEAMS & GIRDERS. <br />CEMENTACIOUS FINISH <br />ON EXTERIOR WALLS <br />GRADE - <br />GRADE TO SLOPE <br />6" IN FIRST 10'-0', <br />GRADE - <br />GRADE TO SLOPE <br />6' IN FIRST 10'-0'. <br />PRE-ENGINEERED <br />TRUSSES @ 24" O,C. <br />.- R-30 MIN. INSULATION <br />•3/4' R-5 INSULATION BOARD <br />SILL PLATE <br />,P/T FURRING <br />-1/2' GYPSUM BOARD <br />4' THICK (3000 P.S.I. MIN.) <br />FIBERMESH CONCRETE SLAB OR <br />CONCRETE SLAB REINFORCED <br />WITH #10 GA. 6X6 W.W. MESH <br />I�ON 6 MIL VAPOR BARRIER <br />AND TREATED, 95% COMPACTED SOIL, <br />00 Q HEADER BLOCK BOND BEAM <br />WITH (1)#5 BAR CONTINUOUS <br />jFILL CELLS SOLID <br />: Zcu <br />ooa�\STEMWALL FOOTER <br />WITH (2) #5 BARS CONTIN. <br />16' ON CHAIRS @32' O.C. <br />ALTERNATE NOTE, <br />PENDING SITE CONDITIONS <br />CONTRACTOR SHALL DETERMINE <br />TYPE & COURSE OF FOUNDATION. <br />MONOLITHIC SLAB OR FOOTER <br />AND STEMWALL, <br />­4 <br />16' MONOLITHIC FOOTER WITH (2) <br />#5 BARS CONTINUOUS <br />ON CHAIRS @32' D.C. <br />TYPICAL WALL SECTION <br />REINFORCING STEEL COVER <br />1, FOUNDATIONS. <br />A. MINIMUM COVER TO BE 3' WHEN CONCRETE IS CAST AGAINST AND PERMANENTLY <br />IN CONTACT WITH THE EARTH. <br />A. MINIMUM COVER TO BE 1-1/2' WHERE CONCRETE IS FORMED AND POURED BEAMS, <br />2. REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS SHALL HAVE A MINIMUM <br />CLEAR DISTANCE OF 1/2' OF GROUT BETWEEN REINFORCING BARS AND ANY FACE OF <br />A BLOCK CELL, <br />3. REINFORCEMENT BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER, <br />INCLUDING GROUT, OF NOT LESS THAN 2' FOR MASONRY UNITS EXPOSED TO EARTH <br />OR WEATHER OR 1-1/2' FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER, <br />4. FOOTING DOWEL BARS SHALL BE EMBEDDED A MINIMUM OF 12' INTO THE FOOTING <br />(PERIMETER EXTERIOR FOOTINGS ONLY) WITH STANDARD HOOK AND SHALL BE PROVIDED <br />FOR ALL VERTICAL REINFORCEMENT. ALL DOWELS SHALL LAP WALL REINFORCEMENT <br />A MINIMUM OF 40 BAR DIAMETERS. <br />5. FOOTER SIZES BASED ON 2000 PSI BEARING CAPACITY OF SOIL. ANY <br />FOOTINGS CONSTRUCTED IN SOIL WITH BEARING CAPACITY LESS THAN <br />2000 PSI PLEASE CONSULT ENGINEER OF RECORD IMMEDIATELY. <br />FOOTER SIZES ALSO DESIGNED FOR MAXIMUM REACTION OF 6,000 LBS, <br />ANY REACTION OR LOADING GREATER THAN 6,000 LBS PLEASE CONSULT <br />ENGINEER OF RECORD IMMEDIATELY. <br />\``11111111/i/// <br />p �.N <br />, .. <br />` ® No. 76061 �Z , <br />SIto Z7 <br />ATE OE I(! <br />/ONALIflllllj0\\\\,, <br />PREMIER <br />SHEET 3 OF 5 <br />